Micromechanical interpretation of the deformation behavior of inherently anisotropic sand under traffic loading
Author:
Funder
Natural Science Foundation of China
National Key R&D Program of China
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-023-02069-y.pdf
Reference49 articles.
1. Arthur JRF, Menzies BK (1972) Inherent anisotropy in a sand. Géotechnique 22(1):115–128
2. Asadzadeh M, Soroush A (2016) Fundamental investigation of constant stress simple shear test using DEM. Powder Technol 292:29–139
3. Aursudkij B, McDowell GR, Collop AC (2009) Cyclic loading of railway ballast under triaxial conditions and in a railway test facility. Granul Matter 11:91–401
4. Bian X, Jiang H, Chen Y (2010) Accumulative deformation in railway track induced by high-speed traffic loading of the trains. Earthq Eng Eng Vib 9:319–326
5. Cai YQ, Sun Q, Guo L, Juang CH, Wang J (2015) Permanent deformation characteristics of saturated sand under cyclic loading. Can Geotech J 52(6):795–807
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